JP2609452B2 - Building roof - Google Patents
Building roofInfo
- Publication number
- JP2609452B2 JP2609452B2 JP62222863A JP22286387A JP2609452B2 JP 2609452 B2 JP2609452 B2 JP 2609452B2 JP 62222863 A JP62222863 A JP 62222863A JP 22286387 A JP22286387 A JP 22286387A JP 2609452 B2 JP2609452 B2 JP 2609452B2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- ridge
- roof panel
- building
- panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、棟部の隅がカットされた建物の屋根に関
する。Description: TECHNICAL FIELD The present invention relates to a roof of a building in which a corner of a ridge has been cut.
従来の建物の屋根は、特公昭56−40740号公報に記載
されているように、形成する屋根形状に合わせた小屋組
を形成し、この上に所定の屋根を葺いていた。As described in Japanese Patent Publication No. 56-40740, the roof of a conventional building has a hut set according to the roof shape to be formed, and a predetermined roof is laid thereon.
上記従来の建物の屋根にあっては、屋根形状が変わる
と、それに合わせて小屋組を組まなければならず、屋根
形状によって小屋組を大幅に変更しなければならなかっ
た。そのため、例えば斜線制限に対応して屋根形状を変
更する場合などは、小屋組から変更しなければならなか
った。また、そのため、変化に富んだ屋根形状を提案す
ることも躊躇されがちであった。In the roof of the above-mentioned conventional building, when the roof shape is changed, a hut group must be formed in accordance with the change, and the hut group must be largely changed depending on the roof shape. Therefore, for example, when the roof shape is changed in response to the oblique line restriction, it has to be changed from the hut group. Therefore, it has been easy to hesitate to propose a variety of roof shapes.
この発明は上記の問題点を解消し、小屋組を大幅に変
更せずに変化に富んだ屋根形状を提案できる建物の屋根
を提供することを目的とする。An object of the present invention is to solve the above-mentioned problems and to provide a roof of a building capable of proposing a variety of roof shapes without largely changing a hut.
この発明は上記問題点を解決するためにその構成を、
建物本体の上部に屋根支持部材を固定し、屋根支持部材
の上部に複数の長方形状の屋根パネルを固定し、屋根パ
ネルの対向する上端縁同士を接合して棟部が形成された
勾配屋根を有する建物であって、上記屋根支持部材が少
なくとも上弦材と鉛直材とを略門型に組み合わせてな
り、該屋根支持部材は勾配屋根の流れに直交する方向に
沿わせて配置されると共に、該屋根支持部材の鉛直材は
棟部直下を除く建物本体の柱に対応する位置に配置さ
れ、屋根パネルは勾配屋根の流れに沿う縦フレーム材を
有し、屋根パネルは下端を軒部で支持され、棟部の端部
の屋根パネルは棟部の端部の隅がカットされると共に、
このカットされた端縁部に斜めフレーム材が設けられ、
上記棟部の端部の隅のカット部分に一枚の略三角形状の
屋根パネルが配置され、該略三角形状の屋根パネルは少
なくとも上記斜めフレーム材に対応する箇所の端縁部に
フレーム材を有し、該フレーム材と上記斜めフレーム材
とを連結することによって隅がカットされた屋根パネル
と略三角形状の屋根パネルとが接合されてなることを特
徴とする建物の屋根とした。In order to solve the above problems, the present invention has the structure
A roof support member is fixed to the upper part of the building body, a plurality of rectangular roof panels is fixed to the upper part of the roof support member, and the sloped roof in which the ridges are formed by joining the opposite upper edges of the roof panels. A building having the roof support member in which at least the upper chord material and the vertical material are combined in a substantially gate shape, and the roof support member is arranged along a direction orthogonal to the flow of the sloped roof, and The vertical members of the roof support members are arranged at positions corresponding to the pillars of the building body except immediately below the ridge, the roof panels have vertical frame members that follow the flow of the sloping roof, and the lower ends of the roof panels are supported by the eaves. , The roof panel at the end of the ridge is cut at the corner of the end of the ridge,
A diagonal frame material is provided on this cut edge,
One substantially triangular roof panel is disposed in a cut portion at a corner of the end of the ridge portion, and the substantially triangular roof panel has a frame material at least at an edge corresponding to the diagonal frame material. A roof of a building is characterized in that a roof panel whose corners are cut and a substantially triangular roof panel are joined by connecting the frame member and the diagonal frame member.
この発明によれば、屋根パネルの縦フレーム材が建物
の小屋組の軒側のトラスを構成すると共に、勾配屋根の
流れ方向に隣り合う屋根支持部材同士が屋根パネルの縦
フレーム材によって連結することとなり、広く連続する
小屋裏を形成し、小屋組の構成材を削減し、建物本体の
構成断面を低減でき、小屋組の荷重が建物本体の柱に流
れ、該荷重の合理的配分を図り得ることができるものと
なる。According to the present invention, the vertical frame material of the roof panel constitutes a truss on the eaves side of the hut of the building, and the roof support members adjacent to each other in the flow direction of the sloped roof are connected by the vertical frame material of the roof panel. , Forming a wide continuous hut back, reducing the constituent materials of the hut group, reducing the configuration cross section of the building main body, the load of the hut group can flow to the pillars of the building main body, and rational distribution of the load can be achieved Can be done.
また、棟部の端部の隅のカットされた部分に一枚の略
三角形状の屋根パネルが配置され、隅がカットされた屋
根パネルと略三角形状の屋根パネルとが、隅でカットさ
れた屋根パネルの斜めフレーム材と略三角形状の屋根パ
ネルのフレーム材との連結により接合されることによっ
て、屋根の強度を大きいものにする。このため、屋根パ
ネルの下部の屋根支持部材の変更は最小限のものとな
る。Further, one substantially triangular roof panel is arranged in the cut portion of the corner at the end of the ridge, and the roof panel with the cut corner and the substantially triangular roof panel are cut at the corner. By joining the oblique frame material of the roof panel with the frame material of the substantially triangular roof panel, the strength of the roof is increased. For this reason, the change of the roof support member under the roof panel is minimized.
次に、この発明の実施の一例を図面を参照しながら説
明する。Next, an embodiment of the present invention will be described with reference to the drawings.
第１図はこの発明が採用された建物の一例を示す模式
図である。FIG. 1 is a schematic diagram showing an example of a building to which the present invention is applied.
この建物は、箱型の建物ユニット11、12、13を併設し
て建物本体１を形成し、この上に小屋組および屋根２を
形成している。建物ユニット11、12、13は四隅に柱を設
け、この柱を床梁の天井梁で連結して箱型に形成してい
る。柱は角鋼管、床梁および天井梁は型鋼からなってい
る。In this building, box-shaped building units 11, 12, and 13 are provided side by side to form a building body 1, on which a shed and a roof 2 are formed. The building units 11, 12, and 13 have pillars at four corners, and the pillars are connected to each other by floor beams to form a box. The columns are made of square steel pipes, and the floor and ceiling beams are made of section steel.
屋根２は、屋根支持部材３と屋根パネル21、22、23な
どからなっている。屋根２は、建物本体１上に屋根支持
部材３、３を立設し、箱型ユニット11、13の稜部と屋根
支持材３、３に複数の屋根パネル21、22を架け渡して固
定し、屋根パネル21、22の対向する上端縁同士を接合
し、棟部24が形成された勾配屋根を形成している。そし
て、この棟部24の屋根パネル22、22の一方の隅をカット
し、このカットした部分に一枚の三角形状の屋根パネル
23を配置し、屋根パネル22、22のカットされた部分の端
縁部と略三角形状の屋根パネルの端縁部同士を接合し
て、棟部24の一方の隅がカットされた屋根形状にしてい
る。The roof 2 includes a roof support member 3 and roof panels 21, 22, 23 and the like. The roof 2 has roof support members 3, 3 standing upright on the building body 1, and a plurality of roof panels 21, 22 are spanned and fixed to the ridges of the box-shaped units 11, 13 and the roof support members 3, 3. The roof panels 21, 22 are joined to each other at their upper edges to form a sloping roof in which a ridge portion 24 is formed. Then, one corner of the roof panels 22 and 22 of the ridge part 24 is cut, and one triangular roof panel is attached to the cut portion.
23, and the edges of the cut portions of the roof panels 22, 22 and the edges of the substantially triangular roof panel are joined together to form a roof shape in which one corner of the ridge 24 is cut. ing.
屋根パネル21は、第２図に示すように、各２本の縦フ
レーム211と横フレーム212からなる長方形状のフレーム
に、母屋が架け渡され、野地板が張られ、その上にアス
ファルトルーフィング、屋根材（瓦、金属板など）が葺
かれている。屋根パネル22は、第３図に示すように、長
短の縦フレーム221、222と、斜めフレーム223と、長短
の横フレーム224、224、225とからなる台形状のフレー
ムに、母屋が架け渡され、野地板が張られ、その上にア
スファルトルーフィング、屋根材が葺かれている。屋根
パネル23は、第４図に示すように、３本のフレーム231
からなる三角形状のフレームに、母屋が架け渡され、野
地板が張られ、その上にアスファルトルーフィング、屋
根材が葺かれている。各フレームは型鋼からなってい
る。As shown in FIG. 2, the roof panel 21 has a main frame laid over a rectangular frame including two vertical frames 211 and a horizontal frame 212, a base plate is stretched, and asphalt roofing, Roofing materials (tiles, metal plates, etc.) are laid. As shown in FIG. 3, the roof panel 22 has a purlin spanned by a trapezoidal frame composed of long and short vertical frames 221, 222, a diagonal frame 223, and long and short horizontal frames 224, 224, 225. , A base plate is laid, and asphalt roofing and roofing materials are roofed on it. The roof panel 23 includes three frames 231 as shown in FIG.
The main frame is hung on a triangular frame consisting of, and the roof is covered with asphalt roofing and roofing. Each frame is made of section steel.
屋根支持部材３は、勾配屋根の流れに直交する方向に
沿うように配置されている。屋根支持部材３は、第５
図、第６図に示すように、上弦材31とその両端部に接合
される２本の鉛直材32と、上弦材31の中間部と各鉛直材
32の下端部とに接合される２本の斜め材33とからなり、
略門型に組み合わせられて構成されている。上弦材31お
よび鉛直材32は角鋼管、斜め材33は型鋼からなってい
る。The roof support member 3 is disposed along a direction orthogonal to the flow of the sloped roof. The roof support member 3 is the fifth
As shown in FIG. 6 and FIG. 6, the upper chord member 31 and two vertical members 32 joined to both ends thereof, the middle portion of the upper chord member 31 and each vertical member.
It consists of two diagonal members 33 joined to the lower end of 32,
It is configured by being combined in a substantially gate shape. The upper chord member 31 and the vertical member 32 are square steel pipes, and the diagonal member 33 is shaped steel.
屋根支持部材３において、鉛直材32の下端部にベース
プレート34を備え、鉛直材32と斜め材33とはガゼットプ
レート35により接合され、鉛直材32と上弦材31とはガゼ
ットプレート36により接合され、上弦材31と斜め材33と
はガゼットプレート37により接合されている。In the roof support member 3, a base plate 34 is provided at the lower end of the vertical member 32, the vertical member 32 and the oblique member 33 are joined by a gusset plate 35, and the vertical member 32 and the upper chord member 31 are joined by a gusset plate 36, The upper chord member 31 and the diagonal member 33 are joined by a gusset plate 37.
また、屋根支持部材３において、上弦材31の長手方向
の特定部位に勾配屋根の片流れ方向に対応して傾斜する
屋根パネル支持片38を備える。この屋根パネル支持片38
の間隔は、屋根パネル21、22の横幅と略同一に設定され
ている。なお、斜め材33を上弦材31に接合するためのガ
ゼットプレート37は、屋根パネル支持片38に近接する部
位とされ、屋根パネル21、22の荷重が斜め材33を経て建
物本体の柱15に流れる状態に支持されている。Further, the roof support member 3 includes a roof panel support piece 38 that is inclined at a specific portion in the longitudinal direction of the upper chord material 31 in accordance with the one-way flow of the sloped roof. This roof panel support piece 38
Is set to be substantially the same as the width of the roof panels 21 and 22. The gusset plate 37 for joining the diagonal member 33 to the upper chord member 31 is a portion adjacent to the roof panel support piece 38, and the load of the roof panels 21 and 22 is applied to the pillar 15 of the building body via the diagonal member 33. Supported in flowing state.
屋根支持部材３は、前述のように勾配屋根の流れに直
交する方向において、建物本体１の梁、即ち、第５図に
示すように、建物ユニット11、12、13の天井梁14に沿う
ように配置されると共に、それらの鉛直材32が建物本体
１の柱15に対応する位置に配置されるように、それらの
各ベースプレート34を対応する建物ユニット11、12、13
の柱15、天井梁14にボルト接合して立設されている。The roof support member 3 extends along the beams of the building body 1, that is, the ceiling beams 14 of the building units 11, 12, and 13 as shown in FIG. 5, in the direction orthogonal to the flow of the sloping roof as described above. And each of the base plates 34 are arranged in the corresponding building units 11, 12, 13 so that the vertical members 32 are arranged in positions corresponding to the pillars 15 of the building body 1.
The columns 15 and the ceiling beams 14 are bolted to be erected.
こうして、屋根支持部材３は、その鉛直材32が棟部24
の直下を除く建物本体１の柱15に対応する位置に配置さ
れるのである。Thus, in the roof support member 3, the vertical member 32 is attached to the ridge 24.
It is arranged at a position corresponding to the pillar 15 of the building body 1 except immediately below.
屋根パネル12、22は、それらの各縦フレーム211、22
1、222を、第７図に示すように、建物ユニット11、13の
稜部に設けられた屋根パネル支持片16にボルト接合する
と共に、第６図に示すように、屋根支持部材３の屋根パ
ネル支持片38にボルト接合している。Roof panels 12, 22 are attached to their respective vertical frames 211, 22
As shown in FIG. 7, 1, 222 are bolted to the roof panel support pieces 16 provided on the ridges of the building units 11, 13 and, as shown in FIG. 6, the roof of the roof support member 3 is provided. It is bolted to the panel support piece 38.
棟部24は、第８図に示すように、屋根パネル21、21、
屋根パネル22、22の上端縁が棟部用ジョイントプレート
25によって連結されることによって形成されている。As shown in FIG. 8, the ridge portion 24 includes roof panels 21, 21,
The upper edge of the roof panels 22, 22 is the joint plate for the ridge
It is formed by being connected by 25.
屋根パネル22と三角形状の屋根パネル23とは、カット
された部分の端縁部に有する斜めフレーム223と三角形
状の屋根パネル23の端縁部に有するフレーム231とを、
第９図に示すように、パネルジョイントプレート26によ
って連結することにより接合されている。The roof panel 22 and the triangular roof panel 23 have a diagonal frame 223 at the edge of the cut portion and a frame 231 at the edge of the triangular roof panel 23,
As shown in FIG. 9, they are joined by being connected by a panel joint plate 26.
屋根パネル21、22、23が連結された後、連結部の隙間
を野地板でふさぎ、大きめのアスファルトルーフィング
27の折り返しておいた部分を、互いに重ね合わせ、連結
部に屋根材を葺いて、屋根２を完成する。After the roof panels 21, 22, and 23 are connected, the gap between the connecting parts is closed with a field board, and large asphalt roofing
The folded back parts of 27 are overlapped with each other, and the roofing material is roofed at the connecting parts, so that the roof 2 is completed.
次に、この実施例の作用について説明する。 Next, the operation of this embodiment will be described.
この実施例によれば、隅をカットした屋根パネル22、
22と三角形状の屋根パネル23とを、それぞれの端縁部に
有するフレーム223、231同士を連結することによって接
合しているので、屋根の強度を大きいものにする。この
ため、屋根パネル21、22の下部になる屋根支持部材３の
変更は最小限のものとなる。According to this embodiment, the roof panel 22 with the corner cut,
The roof 22 and the triangular roof panel 23 are joined by connecting the frames 223 and 231 at the respective edge portions to each other, so that the strength of the roof is increased. For this reason, the change of the roof support member 3 below the roof panels 21 and 22 is minimized.
この実施例によれば、屋根支持部材３、３を勾配屋根
の流れに直交する方向に配置しているから、小屋裏が勾
配屋根の流れに直交する方向において小間切れとなら
ず、屋根裏部屋等として有効利用するに足るような広く
連続する小屋裏を形成できる。According to this embodiment, since the roof support members 3 and 3 are arranged in the direction orthogonal to the flow of the pitched roof, the attic is not cut into booths in the direction orthogonal to the flow of the pitched roof, and is used as an attic or the like. A wide and continuous attic can be formed that can be effectively used.
また、この実施例によれば、屋根パネル21、21の対向
する上端縁同士を連結して棟部24を形成し、棟部24の直
下に屋根支持部材３を設けず、また屋根パネル23の直下
にも屋根支持部材３を設けないから、その分、部材の削
減ができる。Further, according to this embodiment, the ridges 24 are formed by connecting the upper end edges of the roof panels 21, 21 facing each other, the roof support member 3 is not provided directly below the ridges 24, and the roof panel 23 Since the roof support member 3 is not provided immediately below, the number of members can be reduced accordingly.
また、この実施例によれば、屋根パネル21、22の縦フ
レーム211、221、222が屋根支持部材３に直交し、屋根
パネル21、22の縦フレーム材211、221、222と屋根支持
部材３の上弦材31とが重なることがなく、したがって、
小屋組の構成材を削減できる。Further, according to this embodiment, the vertical frames 211, 221, 222 of the roof panels 21, 22 are orthogonal to the roof support member 3, and the vertical frame members 211, 221, 222 of the roof panels 21, 22 and the roof support member 3 The upper chord material 31 does not overlap, therefore,
It is possible to reduce the number of components of the shed.
また、この実施例によれば、上記のように小屋組の構
成材が削減されることによって、屋根２の重量が小とな
り、また、屋根２の荷重が屋根支持部材３の鉛直材32を
経て建物本体１の柱15に流れる状態で支持されるから、
建物本体１の天井梁14の断面などを小型化できる。した
がって、建物本体１の構成材断面を低減できる。Further, according to this embodiment, the weight of the roof 2 is reduced by reducing the components of the roof as described above, and the load of the roof 2 passes through the vertical member 32 of the roof support member 3. Since it is supported in the state of flowing to the pillar 15 of the building body 1,
The cross-section of the ceiling beam 14 of the building body 1 can be downsized. Therefore, the cross section of the constituent material of the building body 1 can be reduced.
この発明は上記実施例に限定されるものではなく、こ
の発明の要旨を逸脱しない範囲の設計変更があってもこ
の発明に含まれる。例えば、実施例ではユニット建物に
ついて説明したが、通常の建物でもよく、また、実施例
では棟部の一方の端部の屋根パネルの隅をカットした
が、他方側もカットして、ここに三角屋根を配置し上記
と同様に接合したものであってもよいのはもちろんであ
る。The present invention is not limited to the above-described embodiments, and any modification within the scope of the present invention is included in the present invention. For example, although a unit building has been described in the embodiment, it may be a normal building, and in the embodiment, a corner of the roof panel at one end of the ridge is cut, but the other side is also cut to form a triangle here. It is a matter of course that the roof may be arranged and joined in the same manner as described above.
この発明の建物の屋根は、上記の通りの構成とされて
いるので、広く連続する小屋裏を形成し、小屋組の構成
材を削減し、建物本体の構成断面を低減でき、小屋組の
荷重が建物本体の柱に流れ、該荷重の合理的配分を図り
得ることができ、また、隅をカットした屋根パネルと略
三角形状の屋根パネルとをそれぞれのパネルに有するフ
レーム同士の連結によって接合されるので、屋根の強度
が大きいものとなり、小屋組を大幅に変更せずに富んだ
屋根形状とすることができる。Since the roof of the building of the present invention is configured as described above, it forms a wide continuous back of the hut, the number of constituent members of the hut assembly can be reduced, and the cross section of the building body can be reduced. Can flow to the pillars of the building body to achieve a reasonable distribution of the load, and the roof panels with cut corners and the substantially triangular roof panel are connected to each other by connecting the frames together. Therefore, the strength of the roof is large, and a rich roof shape can be obtained without largely changing the hut.
第１図はこの発明が適用された建物の一例を示す模式
図、第２図は屋根パネルのフレームの斜視図、第３図は
カットされた屋根パネルのフレームの斜視図、第４図は
三角形状の屋根パネルの斜視図、第５図は屋根支持部材
の正面図、第６図は屋根支持部材の側面図、第７図は屋
根パネルの取付状態を示す断面図、第８図は棟部の屋根
パネルの連結状態を示す側面図、第９図は三角形状の屋
根パネルの連結状態を示す断面図である。 １……建物本体、11、12、13……建物ユニット、２……
屋根、21……屋根パネル、22……カットされた屋根パネ
ル、23……三角形状の屋根パネル、３……屋根支持部
材。1 is a schematic view showing an example of a building to which the present invention is applied, FIG. 2 is a perspective view of a frame of a roof panel, FIG. 3 is a perspective view of a frame of a cut roof panel, and FIG. 4 is a triangle. FIG. 5 is a front view of a roof support member, FIG. 6 is a side view of the roof support member, FIG. 7 is a cross-sectional view showing a roof panel mounted state, and FIG. 8 is a ridge. Fig. 9 is a side view showing the connected state of the roof panels of Fig. 9, and Fig. 9 is a sectional view showing the connected state of the triangular roof panels. 1 …… Building body, 11, 12, 13 …… Building unit, 2 ……
Roof, 21 ... Roof panel, 22 ... Cut roof panel, 23 ... Triangular roof panel, 3 ... Roof support member.
Claims (1)
屋根支持部材の上部に複数の長方形状の屋根パネルを固
定し、屋根パネルの対向する上端縁同士を接合して棟部
が形成された勾配屋根を有する建物であって、上記屋根
支持部材が少なくとも上弦材と鉛直材とを略門型に組み
合わせてなり、該屋根支持部材は勾配屋根の流れに直交
する方向に沿わせて配置されると共に、該屋根支持部材
の鉛直材は棟部直下を除く建物本体の柱に対応する位置
に配置され、屋根パネルは勾配屋根の流れに沿う縦フレ
ーム材を有し、屋根パネルは下端を軒部で支持され、棟
部の端部の屋根パネルは棟部の端部の隅がカットされる
と共に、このカットされた端縁部に斜めフレーム材が設
けられ、上記棟部の端部の隅のカット部分に一枚の略三
角形状の屋根パネルが配置され、該略三角形状の屋根パ
ネルは少なくとも上記斜めフレーム材に対応する箇所の
端縁部にフレーム材を有し、該フレーム材と上記斜めフ
レーム材とを連結することによって隅がカットされた屋
根パネルと略三角形状の屋根パネルとが接合されてなる
ことを特徴とする建物の屋根。1. A roof support member is fixed to an upper part of a building body,
A building having a sloping roof in which a plurality of rectangular roof panels are fixed to an upper portion of a roof support member, and upper end edges of the roof panels that face each other are joined to each other to form a ridge, wherein the roof support member is at least The upper chord material and the vertical material are combined in a substantially gate shape, and the roof support members are arranged along a direction orthogonal to the flow of the sloping roof, and the vertical materials of the roof support members excluding immediately below the ridge portion. It is located at the position corresponding to the pillar of the building body, the roof panel has a vertical frame material along the flow of the sloped roof, the roof panel is supported at the lower end by the eaves, and the roof panel at the end of the ridge is the ridge The corners of the end of the ridge are cut and diagonal frame material is provided on the cut edge, and one substantially triangular roof panel is arranged in the cut part of the corner of the ridge. , The substantially triangular roof panel is at least Note that a roof panel having a frame material is provided at an edge portion of a portion corresponding to the diagonal frame material, and a corner-cut roof panel and a substantially triangular roof panel are joined by connecting the frame material and the diagonal frame material. The roof of a building characterized by being
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62222863A JP2609452B2 (en) | 1987-09-04 | 1987-09-04 | Building roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62222863A JP2609452B2 (en) | 1987-09-04 | 1987-09-04 | Building roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6466347A JPS6466347A (en) | 1989-03-13 |
| JP2609452B2 true JP2609452B2 (en) | 1997-05-14 |
Family
ID=16789072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62222863A Expired - Lifetime JP2609452B2 (en) | 1987-09-04 | 1987-09-04 | Building roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2609452B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013120922A (en) * | 2011-12-09 | 2013-06-17 | Sharp Corp | Module frame body and solar cell module |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5631424A (en) * | 1979-08-22 | 1981-03-30 | Hitachi Ltd | Treatment of malodorous gas |
| JPS6055270B2 (en) * | 1981-09-30 | 1985-12-04 | 芝浦メカトロニクス株式会社 | Selectable tightening method bolt tightening device |
| JPS59122654A (en) * | 1982-12-27 | 1984-07-16 | ナショナル住宅産業株式会社 | Roof structure |
| JPS6068101U (en) * | 1983-10-12 | 1985-05-15 | トヨタ自動車株式会社 | Roof structure in unit housing |
-
1987
- 1987-09-04 JP JP62222863A patent/JP2609452B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6466347A (en) | 1989-03-13 |
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